Foundation design on problematic soils with high underground water level

Abstract In this study, the foundation systems of a structure on different soil profiles and different groundwater levels are modeled and analyzed. Several difficulties encounter during the basic design and application phases. In particular, the high groundwater level, the load on the soil under the...

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Autores principales: Ural,Nazile, Gergin,Abdulselam
Lenguaje:English
Publicado: Escuela de Construcción Civil, Pontificia Universidad Católica de Chile 2020
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Acceso en línea:http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000300233
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spelling oai:scielo:S0718-915X20200003002332021-02-16Foundation design on problematic soils with high underground water levelUral,NazileGergin,Abdulselam Foundations Groundwater Level Soil properties Plaxis 2D Abstract In this study, the foundation systems of a structure on different soil profiles and different groundwater levels are modeled and analyzed. Several difficulties encounter during the basic design and application phases. In particular, the high groundwater level, the load on the soil under the load-bearing capacity, settlement, liquefaction causes many problems such as emergence. Within this study's scope, foundation systems based on six different soil profiles with a high groundwater level were modeled with the Plaxis 2D program for raft foundation and piled raft foundation. As a result of the analysis, it was seen that groundwater level, the soil characteristics, and the conditions are significant in the soil-foundation interaction in both static and earthquake situations.info:eu-repo/semantics/openAccessEscuela de Construcción Civil, Pontificia Universidad Católica de ChileRevista de la construcción v.19 n.3 20202020-12-01text/htmlhttp://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000300233en10.7764/rdlc.19.3.233
institution Scielo Chile
collection Scielo Chile
language English
topic Foundations
Groundwater Level
Soil properties
Plaxis 2D
spellingShingle Foundations
Groundwater Level
Soil properties
Plaxis 2D
Ural,Nazile
Gergin,Abdulselam
Foundation design on problematic soils with high underground water level
description Abstract In this study, the foundation systems of a structure on different soil profiles and different groundwater levels are modeled and analyzed. Several difficulties encounter during the basic design and application phases. In particular, the high groundwater level, the load on the soil under the load-bearing capacity, settlement, liquefaction causes many problems such as emergence. Within this study's scope, foundation systems based on six different soil profiles with a high groundwater level were modeled with the Plaxis 2D program for raft foundation and piled raft foundation. As a result of the analysis, it was seen that groundwater level, the soil characteristics, and the conditions are significant in the soil-foundation interaction in both static and earthquake situations.
author Ural,Nazile
Gergin,Abdulselam
author_facet Ural,Nazile
Gergin,Abdulselam
author_sort Ural,Nazile
title Foundation design on problematic soils with high underground water level
title_short Foundation design on problematic soils with high underground water level
title_full Foundation design on problematic soils with high underground water level
title_fullStr Foundation design on problematic soils with high underground water level
title_full_unstemmed Foundation design on problematic soils with high underground water level
title_sort foundation design on problematic soils with high underground water level
publisher Escuela de Construcción Civil, Pontificia Universidad Católica de Chile
publishDate 2020
url http://www.scielo.cl/scielo.php?script=sci_arttext&pid=S0718-915X2020000300233
work_keys_str_mv AT uralnazile foundationdesignonproblematicsoilswithhighundergroundwaterlevel
AT gerginabdulselam foundationdesignonproblematicsoilswithhighundergroundwaterlevel
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